The polar second moment of area (also referred to as "polar moment of inertia") is a measure of an object's ability to resist torsion as a function of its shape. It is one aspect of the second moment of area linked through the perpendicular axis theorem where the planar second moment of area uses a beam's cross-sectional shape to describe its resistance to deformation (bending) when subjected to a force applied in a plane parallel to its neutral axis, the polar second moment of area uses a beam's cross-sectional shape to describe its resistance to deformation (torsion) when a moment (torque) is applied in a plane perpendicular to the beam's neutral axis. While the planar second moment of area is most often denoted by the letter, , the polar second moment of area is most often denoted by either, , or the letter, , in engineering textbooks.
The calculated values for the polar second moment of area are most often used describe a solid or hollow cylindrical shaft's resistance to torsion, as in a vehicle's axle or drive shaft. When applied to non-cylindrical beams or shafts, the calculations for the polar second moment of area becomes erroneous due to warping of the shaft/beam. In these instances, a torsional constant should be used, where a correctional constant is added to the value's calculation.
The polar second moment of area carries the units of length to the fourth power (); meters to the fourth power () in the metric unit system, and inches to the fourth power () in the imperial unit system. The mathematical formula for direct calculation is given as a multiple integral over a shape's area, , at a distance from an arbitrary axis .
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In the most simple form, the polar second moment of area is a summation of the two planar second moments of area, and . Using the Pythagorean theorem, the distance from axis , , can be broken into its and components, and the change in area, , broken into its and components, and .
Given the two formulas for the planar second moments of area:
, and
The relation to the polar second moment of area can be shown as:
In essence, as the magnitude of the polar second moment of area increases (i.e. large object cross-sectional shape), more torque will be required to cause a torsional deflection of the object. However, it must be noted that this does not have any bearing on the torsional rigidity provided to an object by its constituent materials; the polar second moment of area is simply rigidity provided to an object by its shape alone. Torsional rigidity provided by material characteristics is known as the shear modulus, . Linking these two components of rigidity, one can calculate the angle of twist of a beam, , using:
Where is the applied moment (torque) and is the length of the beam. As shown, higher torques and beam lengths lead to higher angular deflections, where higher values for the polar second moment of area, , and material shear modulus, , reduces the potential for angular deflections.
Related pages
Moment (physics) Second moment of area List of second moments of area for standard shapes Shear modulus